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9169 SW BURNHAM STREET MEXOl.2ANDUM CITY OF TIGARD CITY OF TIGARD To: Applicants for Site Permits � OREGON From: Mike Sheehan, Plumbing Inspector Subjects Plumbing Requirements for Site Work i 71 o Clean outs etre required every JOCi feet, or manholes every 300 feet. o Tracer tape is required on all laLterals off the main trunk (catch basins included) . o Lynch type catch basins are required ( 6" trap seal, 24" deep, etc. ) . o Sewer shall be laid in a firm bed with either rock or sand. o Manhole inlets and outlet connections shall be made by the use of flexible compression joints no closer than 120 , and no further than 310" from the manhole. No flexible compression joints shall be embedded in the manhole base. o Sewers shall have a minimum of 12" coverage; waterpipe is 18" coverage. o Waterlines shall not be laid in the same ditch with the sewer unless the following requirements are made: a) The bottom of the water pipe at all points shall be at least 12" above the top of the sewer line. b) The water pipe shall be placed on a solid shelf excavated at one side of the common trench. Exception: Water pipe may be laid in the same trench if the sewer is of material accepted for use under the house or within a building. c) Pressure regulators will be required if prca&ure exceeds 80 lbs. PSI. 13125 .11JW Hall Blvd., P.O. Box 23397, Tigard, Oregon 97223 (503) 639-4171 -- BURNHAM ST., 9169 BUP 94-0105, SIT-0018 1 OF 16 I F THIS DOCUMENT IS LESS -Fj I x '11 ' 11-T ' I TI It��� 1 1995 LEGIBLE THAN THIS NOTATION , 1 z �.� _ 4 g w �� 11,.,) 1AUGUST 29 IT IS DUE TO THE QUALITY OF No.38 THE ORIGINAL DOCUMENT . E 6Z i gZ LZ 8Z Z Z E Z TZ__ Z- 6i gi � Ll 9TI fiT Si ZT IT T 6 8 L 9 9 � S I Z� TD��uN r il��11 III 1111111 lllllll illl�llli lflil�l�� 111 1�]>>LU111 llll 11116111111 Ill illl ILII 1111 UII IIII 11111 lIll Illi illl Illi lIII �Ii! Illl U 1 11 1 UI 1 11 1111► tI —1 and Constru.-tion Services Iric. 9025 ).W. Centel Street r P.O. Boz 23784 I Tigard, Oregon 97223 Phone: (503) 620-2086 FAX: (503) 684-3636 I �;� 1• # FN ISO* - MMES R. NSG IGARD, OREZ-GON - - - ------ ---- - ----- ___ _---.__-- I I i REVISIONS: FROJECT DATA VICINITY MAF FABLE (....)F CONTENTS 6TRUCTU12AL DO % UM� r�r�, p'aOJGr„ dmc,G1zipT10N ---- _ FYa CI.INI?I ( L>! uN_r ^�JJUhrMENT rtf� °�3-DDI`'1) G► EM�tZAL NDr��o Lr14 12 u1�0 � zONE !, t� cFNr �L l�U�1NE�� bi�T�1('.T x MAp NO - - c - D I _..�_ vl,;IHITY MAF' a5e7! (A9 'PLITr- RIA TA - 2 � I 2 . ,� O'2 - - t40't"s 7 P56•►FIGAr10N4� PROJECT: AJ:�t2E� ( �10 F-STADL16+1 ECi) 'F I 0��'A FA,i GL °��,�;IPI GAT10H e� ` ____�__ r ta, N 0 , 1r•C> � v�p Er,!t=1 Gp1'10 H,(a I u!91NU 0,9D _ __ ___ — Igg3 OK�EtiOIH �'7TATE IbTtZUOruRAl. U. I - � ,. — -- T I G- ARD ' �5f'�GIALT`f GD►� 1 ! �__.__. ___ FItE Dr�v5L.Or F- G-1I2ADIN(A FLAN �- T• o�T P-U „T 10 N � y� p E --- ----__---'—---• -57 ti __._. _._._...._ � ► � ,a, / i T I S 1 ,2 FAG' Llr, f=h p� N 1 C) �� r T J. -x-Kfrarr._zrs .. .__acs :-._ ._ _ _ ..- �t�ssarr�-��•�•.-.� i , 13LJ �✓9I ), t--r: (4 01r- ;..{ TIGARD , OREGON F� �J +1F ( ,^LTEtzNA E f'L-h,i • I ���:; Ucc`��EL�c'•rEbJ + " A''! AI L.. �- a ��A �.2 FDUNp, �, t'„4N � b�T :, _ ! ?,3 - �h�Arz w��.:. `LAS � n�rAlt� ( CLIENT: 2,'1" __ P-90r- F-IeAMIN6a PLAN IM!9pp- IO'.aCV c, �f` r' Sc�, FT'. b1570) _---- _ _ TIGaRa I BRAULEY SMITH & 9: EtiVATIDNC-; COIL. P.5.1 ;�4.6"i�2l.1Mpt:2) �• �. � �L�`.lhT'lah�-� -- ' JACK SMITH, O.D. r.�X51 ,:A N �f✓A n cur) Date: •� . T---. � � L i4 . I ;�.►p.�L ���tlUN(o Scale: � �j> Drawn by. JDA Checked by. 'r, �, Ndr��-, i Job No.: 2218 Drawing No,. 2218TITl. � 19- 19 t2 P..TAI 5 g,,pgy-`'�pS-.._..- i C O VE IR ....... . 1 �aHEHIT JobAd,,a•c v2I4<Q ��- I - a�T►�E�'' I M F R O V�•-NI E N T FLAN .�...._._..,.._. _.. T. c,I-2 —_...____---_ �T�E E!" F r�/�G I !.•� � �,�.,�T';p�c� ..... APPROVED PIANS h'+ )ST ISE 0114 jOD "i l- r T cin S}��"LL vNLv v i NORTH / BURNHAM ST., 9169SHEET OF: BUP 94.0105, SIT•0018 2 OF 16 O 'l I .. � T it IT j�1� r .. LE THIS DOCUMENT IS LESS Tl r 4 6 j I 1jTp 1 12 AUGUST 29 1995 } LEGIBLE THAN THIS .NOTA'T'ION, - —'----- � � 10_ 1� , - I IT IS DUE TO THE QUALITY OF Illlllillllllllllllillliil 111E11�11 Ill�lllzzl��lZlliIIIIII1�ZIIIIIIIII IIIB11I IGT I8I�I9I fi�T � EI No.36 THE ORIGINAL DOCUMENT. 7IIIII6TI��E 6Z 87 97, 71 llilllI llllll lll " lll�lEl®ll 1-rt;I Z_U-I"II I L�I I I tI�Is�IirIuti I M �t � GENERAL NOTES DIVISION 3 --- CONCRETE } 3. ANCHORAGE ( - -- A. PROVIDE A 1 PIECE ANCHOR PERMITTING VERTICAL OR 4ORIZOINTAI + - DIFFERBNfIAL MOVEMENT BETWEEN 1ASONRY AND STRUCTURAL 6A.CKUP BUT QQ- CWF PREVENTING LATERAL W)VEMENT OUT OF PLANE. i and Construction Services Inc. I . CODES AND STANDARDS: ALL CONCRETE MURK TO COMPLY WITH ACI 318 1 . AMC" P[.ATE: DUR--O-'WA L._, , NO, DA 213 SEISMIC P L.AT LP _-_ "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE: ACI 306 2. TIES: DUR-O-TLL, N0. DA 213 SEISMIC PINTLF 9025 S.W. Centel Street ; P.O. Dox 23784 I . THE FOLLOWING SPECIAL INSPECTIONS WILL BE REQUIRED: "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING: AND ACI 305 3. FASTENERS; PROVIDE 300 SERIES !STAINLESS STEEL (DA 995) "RECOMMENDED PFACT 1 Cid FOR HOT WEATHER CONCRETING." SCREWS AS�SPECIFIED BY INIR--O--WALL, 1 NC. PROVIDE 2 ;SCREWS Tigard, Oregon 97223 A. CONCRFTE PER ANCHOR. --- - _ B. WELDING 2. NOTIFICATION: NOTIFY ItlltINM lE'tlNT --BlGIRT (48) HOURS PRIOR TO Phone: (503) 620--2086 C. STRUCTURAL MASONRY BEGINNING ANY POUR. B. PROVIDE MATERIAL DATA AND SPECIFICATIONS 1F ALTERNATE ANCHORS ARE FAX: 503 684-3636 PROPOSED. ( ) 2. THE PRE--CONSTRUCTION MEET[NG WITH THF CITY OF T I GARD, 3. CONCRETE STRENGTHS: BUILDING DIVISION WILL BE REQUIRED TO DISCUSS TNF C. SPACE PLA'T'ES OF TWO PIECE ANCHORS SO THEY WILL BE CYNTERED ON FOLLOWING APPLICABLE ITEMS, AS WELL. AS ANY OTHER A. SLAB AND FOOTINGS: F'C = 3,000 PSI AT 28 DAYS, WITH MAXIMUM HORIZONTAL MORTAR JOINTS, ALLOWING MAXIMUM VERTICAL MOVEM PT OF ARIAS OF CONCERN OR INTEREST: SL-UMP: 4"• TIBS DUE TO DIFFERENTIAL MOVEMEiff OF VENEER AND BACKUP. A. EROSION CONTROL 4. CEMENT: STANDARD BRAND OF PORTLAND CEMENT PER ASTM C-ISO, TYPES I D. SPACE ANCHORS AT NOT MORE THAN 2.0 SQUARE FEET PER ANCHOR. B. GRADING REQUIREMENTS OR I1 AT CONTRACD)R'S OPTION. USE ONLY ONE MANUFACTURERS STANDARD (PER UHC) "IZONTAL SPACING SHALL BE 16 INCHES ON CENTER TO C. SPECIAL INSPECTIONS BRAND, TYPE, AND GRIND THROUGHOUT ALL WORK OF A PARTICULAR TYPE. ALIGN WITH WALL FRAMING AND VERTICALLY AT 16 INCHES ON CENTER. AT OPENINGS AND END OF VENEER PANELS, PROVIDE ADDITIONAL ANCHORS 3. BUILDING D REPORTS SHALL BE SUBMITTED TO THE CITY OF TIGARD, S• ADMIXTURES: (AGENT'S SHALL 80TH BE FROM THE SANE MANUFAC'TURER) . SO THAT MAXIMUM SPACING AT PERIMETER 19 8 INCHES ON CENTER. BUILDING DIVISION. A. AIR ENTRAINING AGENT: PER ASTM C-260 r� GtN tt`� USE ON ALI. EXTERIOR SLABS ON GRADES AND RETA I N I NG WALLS. 6. REINFORCEMENTS: ALL BAR; FOR REINFORCEMENT SHALL BE DEFORMED STEEL CONFORMING WITH "SPECIFICATIONS FOR BILLET-STEEL CONCRETE otlttt4oN RE 1 NFORC I NG BARS". ASTM A-615, GRADE 40. M I X I MUM BARLAPS AT O SPLICES PER ACI CODE CHAJ•''I'BR 7. S 1 . LOCATE ANGLES AT ALL DOOR AND WINDOW HEADS. 2. ALL ANGLES SHALL BE GALVANIZED AND OF STEEL CONFORMING TO DIVISION 4 --- MASONRY ASTM A 36. 3. BOLTS AND OTHER FASTENERS SHALL BE CORROSION RESISTANT. 4. ANGLES SHALL EXTEND A MINIMUM OF S INCHES BEYOND OPENING. I . SCOPE: ALLOW SPACE IN MORTAR AT BOTH ENDS OF ANGLE FOR EXPANSION. A. INCLUDES FURNISHING ALL LABOR., MATERIAL'A. SERVICES AND EQUIPMENT REQU 1 RE D TO COMPLETE THE MASONRY WORK. I NI;.'LUD 11W. i)'LACING AND BUILDING IN RE I NF'ORCEME NT AG INDICATED ON TWE CONTRACT DmW I NIBS AND IN THE SPECIFICATIONS. BUILD INTO MASONRY ALL BOLTS, ANCW)RS, N0 LING BLOCKS, INSSRTS, ETC. , INDICATED ON THE CONTRACT DRAWINGS, AS FURNISHED AND LOCATED BY O THF.RS. BUILD 114 ALL. DOORS, WINDOW FRAMES, VENTS, CONDUITS, ETC. , AS FURNISHED AND SET BY OTHERS. I . MORTAR TYPE N. MORTAR SHALLMEET ASTM C270 SPECIFICATIONS. 2. MATERIALS- 2. MAKE MORTAR JOINTS VISUALLY AND DIMENSIONALLY CONSISTENT. A. GENERAL FACET BRICK SHALL BE CARIB COLOR; SMOOTH TEXTURE; 2- 1/2 1NCH EXCEPT AS OTHERWISE INDICATED, MAINTAIN MORTAR JC'INT WIDTH STANDARD SIZE WITH ACTUAL DIMENSIONS OF 3-1/1 X 2-1/2 X 7-1/2 OF 1/2 INCA{, CONFORMING TO ASTM C216, GRADE SW, TYPE FBS, AS MANUFACTURED BY REVISIONS: MUTUAL MATERIALS COMPANY OF BELL.EVUF., WASHINGTON. 3. EXPOSED JOINTS: USING CONCAVE JOINTER SLIGHTLY LARGER THAN _ JOINT WID'T'H, TOOL EXPOSED JOINTS BEFORE MORTAR HAS ASSUMED B. ACCENT BRICK SHALL BE EBONY COLOR; SMOOTH TEXTURE; 2-1/2 INCH FINAL SET. STANDARD SIZE WITH ACTUAL. DIMENSIONS OF 3-1/2 X 2--1/2 X 7 -1/2 CAVITY: KEEP CLEAR OF MORTAR DROPPINGS AND STRIKE FLUSH CONFORMING TO ASTM C216, GRADE SW, TYP!'. FBS, AS MANUFACTURED BY MORTAR JOINTS FACING CAVITIES. MUTUAL MATERIALS COMPANY OF BELLEVUE, WASHINGTON. 4. JOINT'S SHALL BE TOOLED TO PRODUCE All EVEN COLOR IN THE CURED 3. MOCK UP: MORTAR. A. INSTALL PANEL AT NORTH END OF SOUTH KALI. FOR MATERIAL APPROVAL S. PROVIDE SAMPLE PANEL AT NORTH END OF EAST WALL FOR APPROVAL OF BY OWNER. MORTAR COLOR. GENERAL NOTES _>��� -- 1. GOVERNING AUTHORITIES 1 . LOCATE WEEP HOLES AT ALL FLASHING LOCATIONS. DIVISION 2 --• SITEWORK A. ALL ANCHORED BRICK VENEER AND ITS APPLICATION SHALL CONFORM TO2. WEEP HOLES AT THE FIRST COURSE SHALL BE LOCATED IN THE HEAD ORPROJECT: CHAPTER 30 OF THE UNIFORM BUILDING COTE, 1991 ED.TION, WITH JOINTS. WEEP 4ULES ABOVE ALL DOORS AND WINDOWS ARE TO BE THE 1993 STATE OF OREGON AMENDMENTS. 1/4 INCH DIAMETER (MIN. ) PLASTIC TUBES. REFER T'0 DRAWINGS FOR EXACT LOCATIONS. I G` x C-1 YZ D rr /�2, INSTALLATION PROCEDURES � 1 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING WEEPHOLES 1 . STRIPPING: A. BEFORE LAYING, WET CLAY MASONRY USING TECHNIQUE TWAT WIT.! SARA CLEAR FROM OBSTRUCTIONS Dt1RING THE CONSTRUCTION PHASE. VUSION, CLAY MASONRY BUT LEAVE IT DRY TO THE TOUCH. LiORTLY WET FREVIr; ,LY A. REMOVE ALL DEBRIS, ROOTS AND ORGANIC MATERIAL SHOWN TO RECEIVE LAID MASONRY. PAVING AND NEW BUILDING. B. REINFORCEMENT AND ANCHORAGE: BEFORF. PLACING METAL MASONP., C E Tsk,.T T IF] R B. DISPOSE OF CLEARED AND ORGANIC; MATERIAL BY PI'MOVING FROM THE ACCESSORIES, REMOVE LOOSE RUST, DIRT, AND OTHER COATINGS. � SITE. C. CUTTING: WHERE CUTTING IS REQUIRED, USE POWER SAWS TO PROVIDE � IlISr� � TI GAR D . 0R EGO I�,,J 2. EXCAVATION: CLEAN, SHARP, UNCHIPPED EDGES. 1 . LOCATE FLASHINGS AT THE FOUNDATION "SILL" AND All, DOOR AND i A. ALL SOFT, WET, OR SOIL OF UNUSUAL CONDITION SHALL BE EXCAVATED 3. CONSTRUCTION TOLERANCES WINDOW HEAD CONDITIONS AND AS NOTED ON THE DRAWINGS. CLIENT: TO FIRM NATURAL, UNDISTURBED SOIL. PROVIDE FILTER FABRIC AND COMPA(71' WITH ENGINEERED FILL. A. VARIATION 'TO PLUMB: 1/4 INCH IN 10 FEET. DO NOT EXCEED THE 2. ALI. FLASHINGS SHALL BE STAINLESS STEEL AND CONFORM TO FOL FACNCONSTRUCTION TOLERANCES INCLUDING I A167. 167, TYPE 304, W I TH A M I N L MUA THICKNESS OF 0.03 NITH &B. AIL ORGAN1C MATER1AL SHALL BE RFMOVED. SUREOF WALLS, OLUMS, DOTHER VERTICAL ELEMENTS NCCHEBRADLEY 3. FILL: B. VARIATION TO LEVEL: DO NOT EXCEED THE FOLLOWING CONSTRUCTION 3. LAP ALL HORIZONTAL FLASHINGS A MINIMUM OF 8 INCHES AND THE TOLERANCES FOR BED JC.NTS AND LINES OF EXPOSED LINTELS, SILLS, LAPS SHALL BE SEALED WITH A MASTIC OR AN ADHESIV_ C'OMPATABLE , JACK SMITH, O.D. A. THE BUILDING SITE SHALL BE FILLED WITH 1" MINUS TO 10 INCHES HORIZONTAL, GROOVES, AND OTHER CONSPICUOUS HORIZONTAL ELEMENTS. WITH THE FLASHING MATERIALS. BELOW TOP OF FLOOR SLAB. 1 . 3/16 INCHES IN 10 FEET. 2. 3/8 INCHES IN 20 FEET OR MORE. 4. WHERE THE FLASHING IS NOT CONTINUOUS, SUCH AS OVER AND UNDER - - --- B. FILL SHALL BE INSTALLED IN 6 INCH LIFTS COMPACTED TO 95% OPENINGS IN THE' WALL, THE 2NDS OF THE FLASHING SHALL BE EX'FNDED Date' Q, I� q� MAXIMUM DRY DENSITY. C. VARIATION IN MORTAR JOINT THICKNESS: DO NOT EXCEED THE FOLLOWING MYOND THE JAMB LINE ON 80TH SIDES kND SHALL BE TURNED UP INTO CONSTRUCTION TOLERANCES FOR THICKNESS OF MORTAR JOINT'S: THE HEAD JOINT SEV1FRAL INCHES AT EACH END TO FORM A DAM. Scale: 4. SUBGRADE AT SLAB ON GRADE: I . BED JOT",.TS: PLUS OR MINUS 1/8 INCH. i Drawn by. ,IDA A. PROVIDE A 4 IN('TI TRICK CAPILLARY BREAK OF 3/1" MINUS CLEAN 2. HEAD JOINTS; MINUS 1/4 INCH, PLUS 1/8 INCH, 5. FLASHING AROUND CORNERS SHALL 'dE CCNT'INUOUS. FLASHINGS SEMI. I Checked b BE CUT, LAPPED AND SEALED TO PROVIDE A WATER TIGHT' SEAL. CRUSHED ROCK WITH A 10 MIL. MOISTURE BARRIER MEMBRANE WITH D. MAINTAIN A PROPER PROPORTION OF COLOR ACCENTS. CONTRACTOR SHALL I Job No.: 7218 A 1 INCH LAYER OF MOIS`T SAND ON TOP OF THE MEMBRANE AT Be RESPONSIBLE TO "BLENDING" DIFFERENT COLORS OF MASONRY UNITS. 6. FLASHINGS SNAIL BE ATTACHED WITH NCH-CORROSIVE SCREWS/NAILS . UNDERSIDE OF SLAB. BLEND BRICKS TO OMIT ANY OBVIOUS STRIPES OR LARGE AREAS OF UNIFORM CONTRACTOR SHALT. VERIFY COMPATTBIIATY BETWEIr FLASHING AND Drawing No.: 2218TITL COLm ATTACHNERT SYSTEM. I 7. THE CONT'RACT'OR MAY USE AN I CBO APPROVED ALTERNATE (PERM-A-BARR 1 ER NOTES WALL FLASHING) MATERIAL AT BASE ANY) W T NDOW/I)OEE OR HDS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ENGIKEER WITH PRODUCT SAMPLE AND SPECIFICATIONS FOR APPROVAL. ?ADM 1 . PROVIDE 2 INCHES MINIMUM OF ASPHALTIC CONCRETE AT PARKING LOT. 2. PREPARE SUBGRADF WITH 6 INCHES MINIMUM OF I INCH MINUS, COMPACTED 1 . CORROSION RESISTANT TO 95% OF THE MAXIMUM DRY DENSITY. PROVIDE FILTER FABRIC UNDER A. ALL RE' NFORCF.MEN'T, ANCHORING DEVICES, AND Alf, OF ITS PARTS, SUCH I ' ROCK FILL AT SOUTHWEST CORNER OF SITE (APPROX. 800 SQ. FT. ) . AS SCREWS, NAILS, WIRE, BOLTS, NETS, WASHERS, SHIMS, ANCHORS, TIES WOW SUTA IR AND ATTACHMENTS, SIIr,LI.. BE CORRC)S I ON RESISTANT. � 3. PAVING SHALL COMPLY WITH "ASPHALT PAVING INSTITUTE OF OREGON" 1 . MASONRY FACE .BRICK SHALL BE CLEANED WITF., "F'ABRIKLEFN MASONRY RECOMMENDED DESIGN AND CONSTRUCTION PROCEDURES, LATEST EDITION. 2. REINFORCE3ME?NT CLEANER TYPE R" . APPLY PER MUTUAL MATERIALS CLEANING RECOMMENDATION 8.0. 4. APPLY 4 INCH WIDE PARKING ;STRIPES AND DIRECTION SIGNS WHERE SHOWN. A. JOINT REINFORCEMENT SHALL BE NO. 9 HOT GIPPED WIRE. WIRES SHALL BE USE RODDA PAINT CO. NO. 671 WHITE. ATTACHED TO ANCHORS BY PLASTIC CLIPS OR OTHER APPROVED PHYSICAL 2. CLEANING SHALL BE PERFCWD TO MASONRY SUPPLIER, OWNER AND MEANS. OWNER'S REPRESEPTATTVB'S SATISFACTION. SHEET OF: BURNHAM ST.,9169 BUQ 94.0105,SIT-0018 r 3 OF 16 I 0 ,v2 .......,..�. ,,�+•„w+r*.++aterM,n.=,.xa�r•,e wrw. ww.y,�raara. ........ ... ...... •�, ..... ..... -♦ .... ..., -. r.... .. .. ...e.._. ...... ..__ _.. . .. .. ...... .... ... ....... ......._..... •w.• y.... aMr . V. .. i:l : y,y.,. ,,u,,.Nr.._... ./.._ ...W. ..nV✓a.Mp.a...71Mw..aMFV1Y1 Y...r+W,I,M..wY.a.we ox. u.W,w.•n.. . - _ .• u»,Y�,7,,N.i,tA1F, M*MFNYM!•i MM b I F THIS DOCUMENT I S LESS ! �� 1T�_11 i T�i fjT 1T �i 11T ��I TIT11 T�1�1 T�l 11 �1 1� �' '�l l '13 1� X14 '��j1T'T 5T l� J `1 1 M 1 � �' �' I' ll" 7 �T� " 199 L>;GI$1..E 'THAN `I'}!IS NO'L'A1'ION, l�__ _.._ -- _1 -�__ _ 1.� 11 1G AUGUST 29� --- _ _� I'1' IS UUIa 'I'O THE QUAL 17'Y OF No.36 g�,�--SSSS,, THE ORIGINAL I`�)C UM E N`!'. -- ------- - -- ___ - --- -- ------- --- -- .�. E 8Z 8Z L�Z 9Z Z !!, t; Z tZ Z I 8T Gi 9t 9TI �t'i Ei ZL Ti iI8 I EI G 9 9 � UI ,: �tIIIIIIIII iiliiIIIIIIIIIIIi IIllIWlllllIIlllJll1 Ul llillllllllllllllllllllllllllllllll11111111lUll MUM I. 011MRAL: ALL -MOC'TURAL. STEIN. SHALL. BE DETAILED, FABRICATED, AND 3. ATTIC: R-30 FIBERGLASS BAITS ?ERECTED IN ACt':Oliblil4t_ N I TH A I SC MANUAL, LATEST 1:I)i T I ON. LJI TE IT A. INSULATION SHALL HAVE A PERM RATING OF ONE OR LESS AT WARM SIDE 2. STRIJC URAL AND it l SCILIA10OUS STII9.s (W E"ITER) OF WALL. _... _ A. ALL STEEL PLATES, FLAT BARS, STRAPS, AND STRUCTURAL SECTIONS 4. HEAT DUCTS: R-5and Construction "Jervices Inc. SHALL BE A5`tlrl A--36 UNLESS NOTED. � B.t � 5. REFER TO INTERIOR DRAWING FOR INSULATION IN INTERIOR WAILS9025 S.W. Center Street P.O. Boz 23784. I . DAMP PROOF EXTERIOR ABOVE GRADE SURFACES OF BRICK WITH ONE B. ALL TU$R COLUMNS T6 BE A-563: FY = 46 KSI . I Tigard, Oregon 97223 COAT OF "FABRISHIELD 761" MANUFACTURED BY FABRIKEM CHEMICALS r. ALL 3OLTS ASTM A-307. ` INTERNATIONAL. APPLY AS PER MUTUAL MATERIALS Co. BRICK/KLA ►'none: (503) 620-2086 ALL TILE DAMP-PROOFING RECOMMENDATION 9.0. D. ALL STEEL TO HAVE ONE SHOP COAT OR TO BE GALVANIZED cF NOTED. DIVISION 8 --- DOORS AND WINDOWS FAX: (503) 684- 3636 R. ALI, WBI.DS E70XX PER AWS STANDARDS BY CERTIFIED WRLDERS 1/4" D44lt;�_9.tr.> .- A p r FILLET WELD TYPICAL UNLESS OTHERWISE NOTED. 1 . SCOPE: A. PROVIDE ALL DOORS AND WINDOWS AS NOTED ON MAWINGS. ALL DOORS DIVISION 6 --- WOOD AND WINDOWS SHALL MEET CHAPTER 53 AND 54 OF THE 1993 STRUCTURAL I . BACKER RODS SPECIALTY COCl. A. EXPANSION/MOVEMENT JOINT BACKER RODS SHALL BE CLOSED CELL B. VERIFY THAT ALL SEALANTS/CAULKINGS USED AR!- COMPATIBLE WITH Dom NEOPRENE. FILLER STRIPS CAPABLE OF 35% COMPRESSION AND SIZED AND WINDOW SYSTEM. FOR SPECIFIC CONDITIONS INDICATED ON DRAWINGS. 1 . GIMMA,L 4, It,l Q 2. DOORS AND FRAMES: B, CONTRACTOR SHALL VERIFY COMPATIBILITY BETWEEN THE BACKER RAD AND A. ALL NAILS 7t) U f%*W)X t* r.Al VARA I LIED BCIx IIA I LS MAI 1.I NO; TO BE SEALANT/CAULKING SELECTED. IN ACCURDANCt V I TO YAN;t I Ali WlJI'T I1D1 T 14x11 OF THE A. EXTERIOR DOOR, FROM LAB (ROOM 107) , AND FRAME SHALL BE METAL. UBC. DOOR TO HAVE 10 GAUGE STEEL SKIN AND FRAMES SHALL BE 18 GAUGE o��sor4 S7 EEL WITH MITERED CORNERS. B. ALI, WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED v�M�S R. N�G� WITH A WATER BORNE PRESERVATIVE IN ACCORDANCF WITH "STANDARD B. DOORS SHALL BE WEATHERSTRIPPED. SPECIFICATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS", CNAIML-m-p -SUET" ASTM DESIGNATION D1760. C. DOORS SHALL, BE PRIMED AND PAINTED STERLING GRAY TO MATCH METAL SOFFITS AND CLADDING AT BEAMS. I . PROVIDE CAULK JOINTS AT ALL. LOCATIONS AS NOTED ON DRAWINGS. C. ALL LUMBER SHALL HAVE A GRADE STAMP. SPECIFICALLY AT DOOR AND WINDOW FRAMES AND HORIZONTAL, AND D. SHALL BE CERTIFIED ACCORDING TO ASTM E-283 FnR 11 CFM PER FOOT VERTICAL MOVEMENT JOINTS. 2. LUMBER GRADES: OF DOOR CRACK AND MEET SPECIFICATIONS OF THE STEEL DOOR INSTITUTE. I atiam am WNWIp1m�i 11K ei.#Awv a 10'Rifo'M car" kv s r A. WALL FRAMING MEMBERS: DF--L NO. 2 OR BETTER. I MI's P" ASNOWS OV )1'#IR a.'JM114l 11FJ Ilrlt'If11'41 iA+G l. M I N"s i 3. 3HRATHING: 3. THE CONTRACTOR SHALL. VERIFY THE COMPATIBILITY B ET1►E E N THE A. A I iltfc iW;S 4M I J 01 A 2' 11 4 1/2 017V� %AZ I NG S Y S f M •ITU ADJOINING SURFACES AND THE CAULKING MATERIAL. A. ROOF SHEATHING: 5/8" APA RATED SHEATHING, T A G iNSULATED GLAS" 32/16, EXPOSURE 1 , STRUCTURAL 1 4. THE CAULKING MATERIAL SHALL MA" M COLOR OF THE MORTAR US11D NAILING PATTERN: USE 8d NAILS WITH DEFORMED SHANK. B. WINDOWS SHALL. BE ALUMINUM Wrm A "MEDIUM BRONZE" ANODIZED FOR THE PROJECT. PROVIVE SAMPLE FOR APPROVAL. 6 INCHES ON CENTER AT EDGES FINISH. PROVIDE COLOR SAMPLE FOR APPROVAL. 11 INCHES ON CENTER AT FIELD S. SEALANTS SHALL COMPLY WITH ASTM C920. OIL BASED CAULIKINGS/ C. SHALL BE CERTIFIED ACCORDING TO ASTM E-283 FOR 0. 17 CFM PER SEALANTS SHALL NOT BE USED. S. WALL SHEATHING: 1/2" APA RATED SIDING, 16 INCHES ON CENTER, FOO; OF WIN" SASH CRACK. EXPOSURE I ----- NAILING PATTERN: USE ed GALVAN I zi:C NAILS. D. DO NO7T rowpff-T IA I llOtll! SYSTEM TO !1117!!1 1"116 NW;r"id :F<ie,F it A wt' int 111[3 6 INCHES ON CENTER 1T EDGES Fk W411 DIVISION 5 --- METALS 12 INCHES ON CENTBB AT MELD REVISIONS: r �� R. Mit:WOy'SliI1 ALTBR.NATCS SlLALi 9E AC:CUMPAN I ED BY MANUFACTURER'S ---- ------ ., - - - LITERATURE AND CUT SHEETS. ALTERNATE MUST BE ECBO APPROVED DIVISION 7 --- THERMAL AND MOISTURE PROTECTION AND APPROVED BY OWNER AND ENGINEER.1�4 t!tl �.�►D_ 4�lA�NQ_( t�: Ir I . SCOPE: 4. ENTRANCE DOORS: (AT MONT AND BACK PORCHES) A. ENTRANCE DOORS AND FRAMES SHALL HAVE A "MEDIUM BRONZE" A. PROVIDE ALL FLASHINGS, CLADDING, AS REQUIRED TO PRODUCE A WATER �_. � ._E�QF ANODIZEDFINISH. PRO':IDE COLOR SAMPLE FOR APPROVAL. LIGHT ASSEMBLY. 1. E:APg: B. ASSEMBLY SHALL MEET ALL ADA (AMERICAN DISABILITIES ACT) 2. MATERIAL: A. PROVIDE ALL TILES, FLASHINGS, TAPES. ATI'ACEMEFT CLIPS/WIRES, REQUIREMENTS. A. STEEL SHALL BE 24 GAUGE PER ASTM A-446. FOAM, BATTENS, ROOF PENETRATION FLASHINGS (PLUMBING JACKS AND 'SENT FLASHINGS, ETC. ) REQUIRED Tt: PROVIDE A WATER TIGHT ROOF C. PP.OVIDE ALL LATCHES, HINGES, LOCKS AND DEAD BOLTS AS REQUIRED B. ALL MATERIAL SHALL HAVE A G-90 GALVANIZED COATING PER SYSTEM. (ONE SOURCE RESPONSIBILITY) . TO PROVIDE A SECURE, OPERABLE SYSTEM. ASTM A-525. 2. MATERIAL: _ r (11100 044A A IIH ift rAmt Ira T4vum OW74i 0010OW-Ts mM1R.1r 1 A. ROOF TILES SHALL BE MANUFACTURED BY WIVIER ROOF TILE INC. DIVISION 15 --- MECHANICAL 1St* MALI, ft 9"N& MW ft �� 1"1JWT BY'11"&� STYLE: SHAKE 3. FASTENERS: COLOR: CHAR-GRAY MECHANICAL (BY SEPARATE PERMIT/BIDDER DESIGN) 3. INSTALLATION: PPOJECT: A. ALL FASTENERS SHALL HAVE AAK�sG ON FINISH TO MATCH METAL COLOR. 1 - HVAC: B. FASTENERS ARE TO HAVE A NEOPRENE TYPE WASHER (APPROVED BY METAL A. SELECTION AND INSTALLATION OF UNDEPLAYMENT, TILES, FLASHINGS, AND ACCESSORIES SHALL BE IN ACCORDANC14: WITH UBC CHAPTER 32, A. MECHANICAL. SYSTEM IS TO BE BIDDER DESIGN. MANUFACTURER) . PROVIDE OVERSIZED HOLES IN CLADDING AS REQUIRED TABLES 32-D--I AND 32-D--2. UNDER STANDARD 32-12 AND MONIER � Tl (:x' ARD TO ALLOW FOR THERMAL EXPANSION AND CONTRACTION. PUBLISHED APPLICATION RECOMMENDATIONS OR LOCAL BUILDIW) COpW #0 RtPPW:41I11.1 FI* P*,W'lbiXL %O'ESSANY 'WANIKt`,S C. LOCATE FASTENERS SO THEY PRODUCE A PATTERN, EVENLY SPACED AND REQUIREMENTS WHICHEVER IS MORE STRINGENT. Alf) '.>WI A 1 W.11p8 RII(A-1 I RAD 1" .*MIT%. v ALIGNED WITHIN THE CLADDING SYSTEM. B. PROVIDE ANTI PONDING FOAM AT ALL STARTER COURSES. C. PROVIDE ELECTRONIC FILTRATION SYSTEM FOR MECHANICAL SYSTEM. D. AL:. ET.;'CSEil EDGES SHALL B!1 HEMMED. CEJ N 'T E R C. PROVIDE DOODLE W VALLEY METAL. AT ALL VALLEYS. D. MECHANICAL UNITS SHALL. BE LOCATEDiN ATTIC SPACE AI}CVF, FILING RkY)M. 0127 ON INTERIOR DRAWINGS, ALL DUCT WORK SHAT.-l. BE INSULATED D. PROVIDE LEAD FLASHING AT ALI, TERMINATION POINTS. (RIDGE TO WITH R-5 MINIMUM BATT INSULATION. H I F INTERSECTIONS) . I T I G A R D , OREGON E. ALL VENTS, HOODS, ETC. REQUIRED, WHICH PENETRA'TF. TETE ROOF STRUCTURE E. PROVIDE RIDGE 'CAPE AT ALL HIPS AND R I DIES. SHALL MATCH ROOv COLOR. PROV I ISE SHOP DRAWINGS OF ALI. ITEMS Q .�,5-�A�P_-p4a T;? PENETRATING THE ROOF FOR APPROVAL. COORDINATE WITH ROOFING CLIENT: F. DRILL AND WIRE ALL NIP CUTS WITH COPPER WIRE. CONTFAC'T'OR. -- -._- -� I . ALL GUTTERS AND DOWNSPOUTS SHALL BE STERLING CRAY COLORED. (COEUR SHALL MATCH COLOR SAMPLE PROVIDED BY TAYLOR METAL G. PROVIDE SPACE BETWEEN THE CEDAR BATTENS AT EVERY 4'--0" FOR F. MAKE LNSTALLATiON ON AIL ITEMS IN COMPLETE ACCORDANCE WITH ALL I BRADLEY SMITH � PRODUCTS) . WATER PASSAGE. CODES OR REGULATIGNS SET FORTH BY STATE AND LOCA1 AUTHORITIES. 2. GUTTERS SHALL BE SECURELY FASTENED TO MASONRY WALL AND SHALL HAVE H. SPREAD COLOR RANGE ON ROOF IN ORDER TO INSURE A CONSISTENT BLEND G. HVAC. CONTRACTOR SHALL SUBV I T DRAWINGS SHOWING "Nur T HEATER ACK SMITH "'I A "TERMINATION CAP" AT THE CONNECTION TO THE RAIN DRAIN. OF COLORS AND TO AVOID PATCHES OR STAIN. STEPPING OF COLORS. LOCATIONS, ETC. PLUS FIXTURE MANUFACTURERS AND CATALOG NUMBERS 7 O.D. ANT) CUTS. 3. ALL MATERIAL SHALL BE A MINIMUM OF 26 GAUGE AND CORROSION RESISTANT. 3. QUALIFICATIONS AND WARRANTY 2. PLUMB IN(,: - ---A. INSTALLATION CONTRACTOR ANI' LEAD MAN OF INSTALLATION CREW SH&LI. Date: HAVE A MINIMUM OF FIVE YEARS EXPERIF.NCR IN CONCRETE TILE ROUT A. PLUMAT".G IS To BE BTCDER DESIGNED. SI?E INTERIOR DRAWINGS FOR Scale: INSTALLATIONS. FIXTURE LOCATIONS, I Drawn by. JDA B. BEYOND THE MANUFACTTJRER'S WARRANTY, THE CONTRACTOR SHALL. PROVIDE A B. CONTRACTOR SRIALL BE RESPONSIBLE FOR PRUV 1 D I NG NECESSARY DRAW I NGS TWO YEAR GUARANTEE ON THE ROOFING INSTALLATION AND WORKMANSHIP. AND OBTAINING. RI?Qt►1RED PERMITS. Checked by' 1. SCOPE: I Job No.: x21 t� 4. ALTERNATE: C. MAKE INSTALLA1101,4S OF ALL ITEMS IN COMPLETE ACCORDANCE WITH Drowinq No.' 2218TITL A. PROVIDE ALL FASTENERS, TRIM PIECES, ETC. REQUIRED FOR A CODES AND QEGULAT'IONS SET FORTH BY STATE AND LOCAL_ AUTHORITIES. COPPLETF PROJECT. A. AS AN ALTERNATE. LIFETILE CONCRETE TILE ROOFING PRODUCT' MAY BE _ SUBMITTED AS AN ALTERNATE. PROVIDE IRODUCT LITERATURE. ICBG D. SUBMITTALS: THE PLUMBING CONTRACTOR SHALL SUBMIT DRAWINGS B. COORG:NATF OPENINGS FOR LIGHT FIXTURES WITH ELECTRICAL. REPORT AND SAMPLE FOR APPROVAL. SHOWING PIPLNQ LOCATIONS, SIZES, AND ARRANGEMENTS TO THE NOTES CONTRACTOR. PROVIDE ADFQIIATE SUPPORT AT PANEL ENDS AT ENGINEER BEF&E STARTING WORK, FIXTURE DDCAT1ONS. I 2. MATERIAL: T� A. PROVIDE SOFFIT PANELS MANIIFACTURRD BY TAYLOR METAL PRODUCTS, 1 NC. DIISION 16 --- ELECTRICAL GAUGE: 14 1. FLOOR SLAB: R-4. 5 MIN. COLOR: STERLING GRAY ILSIC R AL (BY SEPARATE PERMIT/BIDDER DESIGN) A. PROVIDE INSULATION AT THE PERIMETER OF THE SLAB. THE INSULATION A . MAKE INSTAi.!.ATION OF ALL ITEMS IN COMPLETE ACCORDANCE WITH B. PANELS SHALL. HAVE A PROFILE THIt;KNESS OF 1 INCH AND 12 INCHES SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB TO THE BOTTOM OF ALL CODES AND REGULATIONS SET FORTY BY STATE AND LOCAL AUTHORITIES. WIDE. THE SLAB, THEN HORIZONTALLY BENEATH T'IIE SLAB FDR A MINIMUM TOTAL C. ALL FASTENERS SHALL BE CONCEALED AND APPROVED FOR PANEL ATTACHMENT' DISTANCE OF 24 INCHES. 2. CONT'RAC'TOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY DRAWINGS/Dw.ttMENTS BY MANUFACTURER. 1. EXTERIOR WALLS: R-19 FIBERGLASS AND FOR OBTAINING PERMIT. D. PERI?ORA7BD PANELS SHALL HAVE A FREE AIR SPACE. AT . 110 (STANDARD 35x) , A. INSULATION SHALL HAVE A PERM RATING OF ONE OR LESS AT WARM SIDE 3. OWNFR WILL BE PROVIDING A LOW VOLTAGES LIGHTING/INTERCOM SYSTEM AND A1.ARi`4 SYSTEM. T14E CONTRACTOR SHALL COORDINATE WITH t)WNER'S (WINTER) 0C WALL. CONTRACTOR AS REt)LE 1 RFD. SHEET OF: BURNHAM ST., 9169 ----- --.--- BUP 94-0105,SIT-0018 4 OF 16 I 0 , 3 -' .......,..,..,.�r:,,�vw.Mrrw+,w37elAMeR�NIN+ i: .. ..,p...,,,.:».,+_.n.:m..,wx,+b , I I— I . . .., 11 . .... ._. ._ .' 1 :.^ '00! ����'=ono- , " ,..�y '".�.',.r � ........,........,w...a►....w,r..;w+n,w......,..�.wMwpv........ ..:..� ,..... -�1 r�r TT �tT TPTT �1jT' rP� I - T1��1 111�� 1995 ��� r�r� _ I IF THIS DOCUMENT IS LESS ATI 177� 1 I 2 I I 4 6 I 7 � $ 111111111111111111]rl1111 10 1l � l� AUGU�T ?9 LTGIBLF THAN THIS NOTA'T'ION, _-----__._ -- -= - -- - --` ___71 ,__ I`I' IS DUI, '1'O 'I'HL QUALITY UI�' NO-36 TME ORIGINAL, DOCUMENT. -- -- -- -- --- _ -- __-- ��b 611Z 13Z GZ 8'li Z bZ E Z IZ � til Y9k11111W Tt t 43II Ilk �1111II II � � i TIN �IIIIIII � I � I� I IIII�lI�11W111 Il 11 lll►II �U llll illllllll lilll W •s:. ,. 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SIT-p98 t1P'• { ;9" 'i Y Y ;. „ ,..,,ti" .. .,,.v.. . .. .._...._ .. .. .. ,. ..ww...a•w^...�sa.w••r.manw.w.rAr+.{► ... .,,. 5w.... ,.. ,r,...,„'. +r.,.r .,,. .« ,. ... . . .,,.• ....« ,.. ,... ,.... ,.. ... _.... _... .,,+.,,.. ...,... ...ao.._,.....-r:.... .... ..... _,..... _ _..._ ... _ ....._._..«.._, .,•..�►. . _,. _...�,.r,.•ws.•-.+w.•.....»., .►..•w+. .....,....... _ r IF THIS DOCUMENT IS LESS 1l 71 TTT 1 TJ1 III 1lT T 7 T 1 1 1 x111 ' 1 1 1 1l�1 LE r 1 2 PT' T� 'T' �T j 1 T > 11 T 1 ► I 1 I 112 AUGUST 29 1995 r LEGIBLE THAN I'H 1 S NOTATION, —----- .- �I _.�. .' — �'l - _ - - 101 --- 1 L _� - ,. I`1' IS DUE TO T}{E QUALI11'Y OF NO.39 THE ORIGINAL DOCUMENT. —_ _ _ _.- _-- _ I__ I !J 6r7 �$rZ LZ 97, Z I Z S� �Z i�Z ( 7, 6lI 8�C �Lt 9t 5 } 6i Ei ZT Tt i I lEi I i8 L 9 -19 I� I E I Z ta�ue �~ 11 jj � i Illlllllllllllllllllllllf III II� ' I lllll111111111111111111 ll111111111111111ll111 Illllllll IIII�IIII IIIIINIII III, illl�llll IIII�IIII�III�IIIIIIIII� IIIIIIil�llllllllllll Il I IIIII�IIIIIIIII�IIIIIIIII�IIIXlllll�llllllll�l 111111111� III 1111�11II11.1111U11�llll I v and Construction Services Inc. _ - .. .. ,� `r .. 19025 S.W. Center Street s P.O. Box 23784 J1. I Tigard, Oregon 97223 — Phare: (503) 620-2086 ! I I FAX: (503) 684--36:36 ' I `001NZ CD. 44 (3034) CO. .� Mfs A. NSG Xi N.SPM-1 LOCATION *ALTERNATE 'I I BLDG.L►f ALT.01 44 PVC(3034)-- CD. -- DOUIJS,3OUT LOCATION *ALTERNATE « REVISIONS: y ' C.0 -'-60 PVC(3034) - >• -- GC. W 0 PVC(3034) Y16-0 il PROJECT: ' T I G- A. 1Z D EXTG 44 ' �' ��i t O' STUB-OUT (SEE NOMI, , 0 , .- _._-_ ____. _ Tfi f V I S 10 I`*T �4' 220' �� I 17' Ai'PRr7i MV.EL. • {43.32 �.._ _ F - ;LIM 1G�CJDIMY, DU1s 1491. 1+ .a14reP-1r-r CET L R EXISTMG LK15 4 Aim* 1go.G2'(A!pn�.pK., � IZIM • I�G.� W;' 4,+t,G. rs" LINs I 6M,1! Csro� 1NV. IM 141 . 3c INV. a 14t9.ln ti�W �tU TI GAR U' , OREGON INV. D u'• 14 1. 'S O r i 1,'��� ' ,r .--- ---_...a i h M14-14 / EXIS0 SANITARY SEWER LINE IN". iHsI444/r. EXISTMG R' M413 BRADLEY SMITH & STORM%MR LINE 01 . 1510' NV. k 144.1' JACK SMITH, O .D. � Date. 4/12/94 Scale: AS SHOWN Drawn by. DLB Checked by. JDA Job No.: 2218 PROJECT I Drawinq No.: 2218FACL NURTFI � -- FACILMES PLAN FACILMES PLAN t-10 7 r:: 40 I. Pr--P- c,;, r 4F '16*Artt> P,.I(.cjr�lrz-I4r4�,, Toe IgY.IV�r,'i� 4"� v,trl�tt�R'T' ��W�p OJT 06 D.,!T Hht, M pmH rm,--wl k:;, rp?- -'mlo rizo +l ptp-L.p iN�PIEGrldMCr�� "AHHOL4 w �4 A►�r� h.Iz TO Re t 06Ar5p FuEi Hpp- TG THE. V►Efor� WHICH POLI 11"I01y69 f4F- "1� t'J s► !H r- TNe, 'ok rsN' 1°lr,,?f' 'srzr-r, r Ie) Nor kNXM IP THI�5 rF-Cr'F-V-T'1' AM-) TO r!-'L F?(r(m . �F'41yrup-oor," w ,p-1;,, +°+ aN"DEIN (A To Mf�K A I�Ir��►GT rA �°� '' P fn , 0 �IMI� I� 05.3..1. IgU�.tiNJ�M �bT, !r'uFA >w V�p�IF7 THE (.Or,ATIOt� '-!�` "�' hrUH•U`�r '� !T Ih It-I ' I+Nb MAT A GOMM :.:fiJM To TI-tr. I_xr!a. ' � 1..IHE AH AGG tP �Le, AL-TP-R-HA-r'` * , 2. fHG Arn-i6Ar j* cup.Q-sHr;,Y THE X01;- UHVEPUAR,111HDIH�:i IHF- tifIL-Ifleci A1.0ruj R3 ;r4hiHAM 6f, THI5 LiTIWT-VAp WIi,L a UNt,)r '*.e,#L�(Ler-+t) CCr • C�'p�- t'A`1 A P�� Irk- �.ICI.� 0� UNr�E�(al�0l.!Nt�IN!^IJHCE1 13URNHAM ST.,9169 E-UF' 94-0105,SIT-0018 6 Or 16 .y, .� M� u,an,y »....,...+*wr.w«.ew.,a...ruo,�-.,rtOMK1�R+g�� '� ...++iritFk<<.*adun'.ht.gy.'�'y! .. _.»-,.,._..,.-.o-.m.me•r.,...w.,•sv,.,y..�,xsw- *'S��",.�IMM.M.* •,r. IF THIS DOCUMENT IS I,>;ss !�.�. � � 7PT �r ��T17fi1III11� T � ��� l �Mme.. 111 T 7 11111 11 �Jc�I�IaGIBI�E THAN THIS NUTATION, ' 4 6 g I l _ _� 11� I 1 1 AUGUST 29 1'P IS DUE TO THE QUALI`T'Y OI'' No.36 'I'HY, ORIGINAI. DOCUME':NT' �II III 111111 1 ( IIII�II�IIIIIII� � � � iVlI I £li � TT 1r6lllll�ll uu�Illll Lu9 Z 61t G7,i T li IIII1lLI� lllllilllilillllll1lllllllI!u�ll lllllElll�llllZlllI.�III I TII3IIdIuN�I I III I � I Ill 1111�1►II y J ... .. ." .. r d.. : ,... 9.. : �. .4 _.. , - .�. N , ' l::. ,, _v •y.yam,..: .i: :. -.t.: .: �.R.., :'��:i:: n. .,. •q .. . ,.. + ., �: .:.. t tr.a '_.r w .-... ;v:•n ;.i'.. a t" ... .. f»e ._ w. „ -.•M,r �.•o r.J•: M.(..,,.:c- � '� .. ��'#' .,� ,� -,t �:.. . �` ,.... -k ,. ,. i.- wWr A: .4t ,r,. �` ,.d, �S- 1 ya «:. 'L' ,•tSs. ,� .,� �_ �' ..,.. ., ,-,. , r.. `�,. ......, , i ..., • 4:i��A''':` ,�, :'� � •-i� r.� - '1Vk {�'�::'. p 1�k44'wx tv;' J.. e.... d� {j, »,. , fi, . ., m.,v.,. i. o,. "i:..d s Rr ht 3_ fi. :R•,•y o. �.,- , v..a,.:.. a.. p :"'d .. ,� :, - ,. ,, •,.. : .. i a., .:..,,' s -.?ew fi -:'�Yib s.ro-. ,v- b, • : �. .Y: .. .r .I., g -' k :.. �::«.. : � ': .- .,. ... e_ I ,},71 :.,'. rt:.; . S,:i t-'� rf _ �.1 �i f ,I� ',•.. 1' +d, Y - a.I'luw.-�;t,.,,. .;:: -:...1�!Igl`M.Jk.� .�lY�:��.�}g,. '!IF` .,.., '^"N`., } f �.,�'�'- -•.. -. t,. dkv a ,g. »C °.t ��'"�.:'� :� .i �, s.' .. •_.,, 1� i'',< .;�'0'. y.•. " ` 4'. rv�'�i 1" yy:r;' r(' q� 1+1� _uc:. ,�;: '.�.. ., ;,, �.. ':., .. h x�.> X .• r , �, ,r,x1".4. � _.,, ..•,h'yr "',,- ' `_ ti�r, e- �� R _' . _ ;SS$' S'p"�tl',.ak,. '! t+,iwr1R+,.GnKA4k T-4t and Construction Services Inc. 9025 S.W. Center Street + P.O. Boz 23784 ---�- ' ._.••.,,••--4;>r •—�.�• Tigard, Oregon 97223 ' O + + Phone: (503) 620-?086 - -.-.-_ }` EXTG.42"1 OMC TREE • IfID TO REMAIN FAX: (503) 684-3636 PROPOSED ! ! CYCLONE FENCE WV • • CEDAR 6LATS EXTG.. PARKING ' LOT -71 - t I ' — ! s - � �f e� �_ � 4 E- f I I • t►G i I . EXtG I BASM I I + - ' I ! hl.Y• '� 1 j '' ! �r »s R PaTlo � � v,��� . 14\ ��\ �. I ' . KRENNIALI I _BARK'rULGN - TYP. 1 FLOWER BEDS PIGAfyCiN4 t TYP. • ." I � � I 14 � - � NEW , `-- i ST D 0 + ' +c. GRAM I Q REVISIONS: I G DO OF FENCE- 6L 0 0. J I I 1 , �• CURS l • I ' • /-BARIC /MULCH - TTP. f I I PROJECT: PROPOSED` • tti "l- ARD SEAQ. T I G - � - - --- _ PLANTING SCHEDULE +. G� + _ PLANTRJtss BED _ -y.— �� I _ I C� N + GRASS ,, — _COMI_MON_NAME - QTY. SYMBOL BOTANICAL NAME SIZE (MIN.) SPACING RA1 WOOD ASH " - -- -- - _1_-_ —_— -_--_ --------------=._._ -_-___--- ------- 10 ------------- ------- 1 1/2" CALIPER A5 SHOWN �T FRAXINUS OX_YCARP_A RAYWOOD C RHODODENDRON 19 U+ - -- 5 GAL. CANS A5 SHOWN RHODODENDRON-COMPACT VARIETIES ._--------- ARBORVITAE - ---- -- — TI C�A R D , O R E C� O 20 t THUJA CUPRESSACEAE 3 GAL. CANS 3'--0" O.C. BURNHArl S , REET DAVIDS VIBURNUM 4'-0" O.C.r 32 ® +�_ VIB_URNU_M_D_A_ViDll 2 GAL. CANS (MAX.) CLIENT: CHANTICLEER FLOWERING PEAR 5 Q - PYRUS CALLERYAN_A CHANTICLEER 1 1/2" CALIPER AS SHOWN 64 .� - ST, JOHNS WART V 4" POTS 2'-0" O.C. BRADLEY SMITH _ �= HYPERICUM CALYCINUM - __ _. - ------ ---=-- - �_ _ -••--�. -� - ---�• ILEX CRENTA "CONVEXA" 3'--0" O.C. 30 JACK SMITH, 0 . JAPANESE HOLLY 2 GAL. CANS HEDGE TRIM L 7T' i 14 '1 s - AZALEA GLACIER_ 3 GAL, CANS AS SHOWN Date: 4" !2'1-1 Scale: AS SHOWN LAM _CAPN O NOTES: Drawn by. DL8 Checked by. JDA PROJECT I.ANDSCAPE STATISTICS: Job No.: 2218 �NOIM SITE AREA 35,546 s.F. (1000 Drawing No.: 221 BLAND UNDSCAPEPLAN BUILDING FOOTPRINT 5,988 S.F. (17%) — I• � 2© PAVED SURFACE 13,539 S.F. (38%) LANC�3CAPE LANDSCAPING 16,019 S.F. (45%) PLAN I ANDSCAPE NOTES: 1. OWNER WILL PROVIDE A PERMANENT UNDERGROUND IRRIGATION SYSTEM WITH AN APPROVED BACKII PREVEMTION DEVICE. 2. PROVIDE EXTRUDED CONCRETE CURBS AT ALL ASPHALT BORDERS AT LANDSCAPING. 3. PLANTING BEDS - PROVIDE 3" MINIMUM THICK MEDIUM BARK MII',.CH OR LEAF MULCH. A. ALL TREES TO BE BALLED AND BURLAPPE.D. 5. THE SITE HAS A GENTLE SLOPE TOWARD BURNHAM STREET. THE SITE HAS PREVIOULSY BEEN PARTIALLY SCRAPED. A STRAW BALE BARRIER OR SEDIMENT FENCE WILL BE LOCATED ALONG BURNHAM STREET AS REQUIRED. ALL EROSION CONTROL MEASURES SHALL- BE CONSTRUCTED PER EROSION CONTROL PLANS, TECHNICAL GUIDANCE HANDBOOK PUBLICATION. ' SHEET OF, BUftNHAM ST-,9169 BUP 94-0105,SIT 0018 o3 7 OF 16 ,�y w ...w....ww,r..- ..a..v... .++,*rrwM"ueirlMA"•w,...n..,.. r,a.._,,,voMar .z'�.:urr.....,....•...,.. .,o.a.... ... • -. .... _.. ... ...,_. ..._. ....... ... .. .. " ,. _..- ...s.rn:aaw-+ornarreeK.^*,+^•o.,•- ... ,e - ,.. ,,.-,«..—.. ,.„.r..-w,�w..er .,--www.-...ntw,e+.. Ry...w,....a.,..:..-rraw..,w�*+,,,•.,,,.•.. w....e,w4.cn+wwMIFnMMrowww..4+e, Y 'rt,y.0 "�..>.+NiiYMIRlM11SyiFtl�'dJ RLLn9i��tlbfMs.rma+r W'"�.,.M/fL1Y1tW:iM§•�-' ..._...- ._. -...�....,.._ ., .., ,n _.-_._...—.__._._. .._�......�...r. TTTTI T fjT1( -T T T 11 1 �l�T 1 1 I 1 I 1 i 1 1��1�T�TF THIS DOCUMENT IS I.)�SS p� �� I � I I TT 1 , Jill 1 1 1 I I 1 F1 ' ' }, 1995 G1F1 1 G} AUGUST Ic LEGIBLE THAN THIS NOTATION, 1 2 4 5 6 f I ~�Vv`�T �n� 7T IT IS DUE TO THE QUALI`T'Y OF Nose mk r THE ORIGINAL DOCUMENT. E�s�Z gZ�111o4�111111�IJII I I!IIIII I 11(I,Il�llllZ 18�7 Z �Z i £ IZ ` iZ ` Z fSi St � llrt 1 i..I ` � lTllt►►I►II tIII�I►I11611►► lllljfelll��ilil Lli►I�illl 9il�llllll 4IIII�►<<< I►I1�1 1 IIf£111 GL �9l111�lllFE11111 lllll ill�!It�I�uNeI II II and Construction Services Inc. 9025 S.W. Center Street + P.O. Box 23784 Tigard, Oregon 9722) Phone: (503) 620 -2086 FAX: (50.3) 684--,%S(, .I HAe<� 1 ' 11,135 I k.:ERNATF.. 01 HA4o eeFH I SR:I,GrEV. THIIa ,kIZEA I�, E,EGt�a, Him AC15nA Ig I *i QT WITHIN hvjf E or ppt�J�Gr Nor WIYHIH �WPE Or PI-0.) 5eT 1 I - 1 4111, 11 Nq I � t G SEs R. N� I I 1 IO I I I 1 �� I ,�' hl.t. •1 M J __ 2,r G t? �. -1. ► a u 6OF-Flr PANEI.o - �` ✓�+✓ T I ��^1 lF- 6,I I P/�N �O � 1.-75 6Q Fr �Fit E , 4' 41'•4' e 14 yQ f=r, pF VENrl:ta _w AREA * 1 APPRbX. 1,122 SO. FT. — 3 ►r� Ii r;� -1 ,11 } 4'-0 In', 50F�IT QANE�,ti ---(2 - - - _.. " _._. r �- WlNDOW -- - I �� (18 f3RiGK5 �1B J19J � R0. R0. / t. (Q.b 4�.FT. ` �M�F;t: l�+l 1 — - p i M. _- 11 I '� .� . 4' o1i2 5.3�2� .� ns r __t _ 4.o �. _- -GPF i��TlW Tr+�i I 1 11 1 1.1-1 IT! it P474 `i l • `� "W -1- X:z=C:CZ:C2:2L__.- II lift- r ' a REVISIONS: �Prt 13 EAtzIHtj WALLS I r- n �^ Gf j I I I I �� ✓ r �I�JI I~j✓ I� VSA;. ,',.F_ 2 �� hNOW M PA-05HP0VeMrE O 192 GHQ C . T. F- D i \ _ 'FOR,- (p 0 OR._(00 60 FT. Or ( ?5,8 e ©o FT.- rIZFE AIIZ yH pAH6L�(¢ ,Sg�,Fr `�' II •� 50 FFI' i YEN Elp pANEI•4p pp0VIbE .FLEE Alli'') -- LUGA'L i,lA!«i=h M(1VEMl NT JOINT \ 5.9 Gam, IN. pEP GHQ. Pr. I NCo a WE lbr WALL. �� 11 0>r PANEL __ �i � 11 LOGATE� MSGH. EpUIP. IN ATT16o. #°4P0VIP AREA #3 APP OX. 1,700 SOFT. a AREA #2 APPROX. 2,912 S FT. ! M�'f;ARIS64 W� 1.1--SAT N.� to. WAIL, ;, — /� 0 r-II,IHto izo0M 127 , u4AI,L,j APROJECT: TO EKT�H0 TO !aOfT!i"'3 61M L9r- TaU �. M 1 Pi�CVtJE IO - ifs CAA. �DI�T 12 a,c. ►.;TWH. E �� w1pI���INAlr '� ?A\N 6) ek5 ► a Q I u. TIG- A R IJ 6, fS0 TY P, I�OVIt?IsTPtM e %fir ►:�� � visiolz rrr L� CE1 *; TER S — __. . .�� SF� D 14 69. FT. OP VENtEt� I ��. �_ _.. ._- .— --' -_ ,4 �,A. �* or ,+ ���' �� T c„A P\ EGO I`1 I� .{ y r ` / /�, �• h y� \ I f ! _ I I 1 �_ j I t�1 t'rP. I A' •r=�Eli /�I�n� _ —r- ------t- -- __ ( 12 GJ�(�F.T ' FIeI I- �I K) I C41E1I T. 1 \ ! i 25 too. 1=r. Pr 60PPIr pAHEL�/IaHr� C1�UALL'T ' BRADLEY SMITH & �pAt:�t7 AT �I1%�y OF ( to!)I=tlr rAHEt.0 - P-a',IALL' O,H •�P, 9OOP �o�r-lrer- tSAY�'� DOS �PAcEn A. �, gtJl � o� o�GH I-i IR a-m1/2' i-T In' ! E SIR riot=cif rt unnE.t�I fad c �r, ��. f - � ly � � � _ _ � JACk SMITH, O.D. Ft• �F • F(?EE AI�� 3 I/1” 77 1' P� IR" 11'-3 IR' - °It�� - b1_0 r Ro?• N 1T�, 4'-br 4'-ROn� 4'-8r (II t�IQJ'Cb4+11 J?S 41RA�, (119fdG6 Ib JT61 4'-0 V2.1 b0pC6�10 J 3 I�j' 314 3 n ,I I 1 0(,A'"E " PGIe(,H" LA egHTry Mit) - I"*c�,. Date. W-111/2" Y - I Scale: *10 1.01 Drawn by. JDA e3'-3 �' Checked by. Job No.: 2218 Drawing No.: 2218FLOR R-Ml PUN PROJf=G? AT EXTERIOR I "°IRT" MASONRY WALLS ATTIC VENTILATION :,F),, � 0 a91.' FIT PLAN FLOOR PLAN r,r M.�,�oNrz�' ►�lhL.! 5 ,�--Q 14 p Y N 0 T s 5 Iro' • I-m' r y i MOUNT�.b huTGMAT{G p4w��l�lr>`J AT!IG JI;NT'iL/�TOFS ! VENTILATION 4.i is Mpve:mrp T ,MMT L0/)ATIDrica cCF I E!.EGTt�i6ALLY rP ep.I✓b THI-,P' A� "' '' �ONT�.D Eb W G✓ /� LL PLAN VEHTA8LE AIQ15A e 1500 5 ' tr. "FILE�F, AM IV INrAV_ dr,-,0'0 = 3.r0 6(;. Gr, 2 Ei,I:G'"K4�,Al,L'( F'OW w' � TFtEI2M �J�,tAT GUNTRDL .tAG ! .� �F.E_ i OF. Eyr.�,P.)1,E A,9EA : 17 ;`5 00. r-T. sT.,91� ��E� P•!tz" INTak� t<F=G''�' = q .a0 �� . Pt. gURNNAM gU? SIT-0018 94.0105. - I 8 of 16 a .. _ *.,_....y.—.... ,...•"'.'9-"A4"4•�µXN".ik.M. �.'r+�MN.e' •. _..Mr'. w .,.�. ,.....,,r.. ..._..�, y..rl�MI�YNIM ""•� � . ....m...n.,+.Pw-. �nrw.Y.!;T"!CU411..'�Miau+V1 rr. P « t IF THIS DOCUMENT IS LESS Tr�' TTTT 1171 TAT ��T T 1jJIT Tr�T1 III il�rP�,I,l1*1� MTI I AUGUST 29 1995 ~� I I • LEGIBLE THAN THIS NOTATION, 1 � 4 I 1 � I � � I � � • 10 + 11 1` AUV`U IT IS DUE TO THE QUALITY OE' N0.38 I Allow THE ORIGINAL DOCUMENT' , IZ I8Z IIIII I 91 1 fi6LgI 8t l —_t i t lil, IIIIr11111willfl6i 1111 111_1_1 1111 8III1lllll LIllllllll 9Il_ll_lll�lll9lll_llI_ll_ll�ll_ll' —llll'llrlSlltl Illl ZIIII I IIII til�llI�lul�l�l l I ""I". � 3 l9At�5• -, ~ �t''� A•t� �� 12'� EM �,,' �bh`Ira>yr and Construction Services Inc. (4 TOrAl.) 0 QUAI.�Y 5 P^CaP AT +-0 0• o. TYr. t, P-I'd M �tT po0�. �rUC^rIO�+'� � I� , M�UILr71NtA �D�-►-IEI�ti � GF'ENI �i�$ 9025 S.W. Center Street + P.O. 80x 23784 Iigord, Oregon 9,21.3 45'-11 In' 2 86 __-._____�_ __ -__—__ ___ _ ____ ___ _____.-_ __ 2 PhoOF yne (5(0�3) 6A A0 0 It I if .• ._ _ I !l '�` . �,� v,��M WAIL " N t� ` P.A. IleI I Iry lot&- I E P LA tv Rra1�9IZ TO bTL , F0 I I N� 'YP, 40rES 0 !Mt•l, -. E nV!m o f MOOTING, hT A, .T6RNrTI j � I I FOOTING p,Y N. • �,��rl�� TYPICAL FOOTINGA I at 110 �____ M �{. •}.� 4 w ,� .. . _. ?>01TOM e HARD eF ♦ -aFP. -� P�=�'r'1 lOt;! GO�.U M I'I I TRLi6fo Tp Xa �o ^� - �' - _�..-- — _ �» 3K%". tdl► Or t.�a, p{ I �o�nlr a��" nli✓� �Lv�K . Ut POK f, . F'.:. 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I _� t 1�• �tzOM GOI�NEIZg �8" I�MBt:C�� I I J•- --- -- - �._ _i I I 5A►2 • GL,N1• �Lp rG`)•r!^j !A 4-D ,�4•D 12'' i I _ �' _+• r I `� " L,:�stp EP F00rIH1A61 fi-~_- -- F01t TPuhA I d 4 k?AW.,gid It. _ ;� �rD �00?'!;;u �f✓IM�0�2GINl� r,,,.--''y INtaaIal2 OP �IUE l�Ol/M I hI�pPDie1 t'Ohi" I o r1F I C_x A FZ D ►SAY � t Ri �. � IV Sf ICJ 1#1 •T Nq l--__------_--_.-_-___-_-------------- r—__-----_-__--_--__ _____-_ __ _-IF L T -- _ �_ _ _ _ I - 1 d I C E T111*T rr 1E R .I -�1 I °� ► Y 1�m1✓rrt TV bTb. �e '�;' - l \ ;-- 4 Ino rrP. cA: :! I' I%DR• TTPIGI'►� "vALL • TYP. _ �--`---F--'% � � � � � � CLIENT: I 0 U T9 - '' ,• I „ 1'•4' II'-3 In" 5�fi a ?,IOi, . -. 7�IQ4" !ID 4%4 .�.-.�__._� l�i 1 .b � BRADLEY SMITH & S,1.0 ©,y. '•I► �� �3,-8. JACK SMITH, O.D. FOOTING �. )C.- ,I ;�:A� . FOOTING �- I �,T�FrlDT2 b tai illq WAi.L�? —�__ — ___ 83'.3 W' Date:- -- - --- - 4 i2,41� G I _ ; C I"•► Scale: NOMV - '31MP5i1N �GD ;1�UMii (,AF T -_ �i1Mf'S9M GGD GDL UMht Drown key. 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W'����'•ON�I e�o� JH 13URNHAM ST.,91f'9 2 . 2 p BUP 94.0105,SIT-00`18 9O 16 IF THIS DOCUMENT IS I.F,55 TPT71T Ir �� Tr 1 i111X11 111 � P I11�11ijji�r�11�T�ti�' 1 � � 1995LEGIBLE THAN THIS NO'I'A'I'ION 1 2 � 5 � b � 781 AUGUS TP �' T� L fi yl__• -_ ' I`I' IS DUE 'I'O THE QUAI,1'l'Y OE' No 36 'I'tiE OITIGINAI, DOCUMI,N`I'- -- ----�__`_ _21._-._. - ,___ - f� 6Z 8Z LZ 8Z Z Z �EZ Z TZ Z 6T 8rI Li 9t 9T fiT I ET ZT� TT� o�T 8 8 L J�- 9 I111111I11111111�1111�1 II111I 111 1 1 I 1 II 11 IIII1 11111�111i 1111111,111II111111111I1JII111�11 � � 11111 i1 �I1111111 11111 I� ll , I IIl II 111111 I11111111II11111111I1111111 (( I III II11 III► III I II 1 Illi II I ik u A:x (r11' 21 .ly *41Il" Y a 1 #�1�.�i ri � Shy i }}••.� '��"n.� i r I wlC�is 13LOGK,N(4 pTWN . - - ! 1" and "onstruction Services Inc RU�aE� A� hH��IQ• WALL - PK:D`✓Its' '= • (� 'f0P F�-, h N A I I, F-OO F -45HTG4. 1'0 k 9025 S.W. Center Street r P.O, Box 23184 1 r:)'fAu1W F F 1� V• ( F-110 ft ! Tigard, Oregon 91223 T ____ _.. , •� _. .�/�/, ._ _ - ' pI+'f W i31WN F� LJOH ,f.f L TCS i -! - 14 o»hH I►M� !��� _ t5�tt /•i t._. ._. _ j Phone: (503) 620-2086 FAX: (503) 684--3636 fi 64 H A I LCa a �}"0•fid `✓ r- �� lr� �a rl TRU 5 S, *IT A G H TO Tl- a"'- 4 la ji 4. , _ _ j i rf t fi NAI I.6 F-0 K hTf a.G H w e N 1' I Prov! p�;,K —'- _ j !NT'O Top �'� or- WDLL FigmGq, �N w IV1�IN t I ( rL MA-t rhF W f fTfr l2 I� b 0 Ibu � � �I,t�l�NA 0 � A I o�rte • 1 h'1.1-W1'J JGINTg - ! # I H,0C p5Pl!H gEl Gt' t� EI.IM�MA1'� TM �.Ir �Nr-pie I rrr• W�• w5 h' aLrc- txrlhT� '' ! I �o+�soM f IPLY WG' LP!Pgb ONTD *Of" I tYP, I _. �_ -- �!Mpc;Oty ;-�b1A HrJi.GGw�f� ( U•N.�j A. �: -(C� OF vH�arz L0GA1'1,)HJ okV, I " 1 rl20VIpe 51MP�OH _ LODAT2 14-0 G�M�iAl2 Lr,!h 1 TFAPy WNl M �1 1Pi �t :.r 1 W/+•;.L . GD•OleG �EAM� A�0TT �A. 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Y � VIS1ozv i TDpOF(;�.t,r�M - h!Mp�pN IrSTA �� T AF' 1 I At TO of ��.t,• PPM• ro = ; C IE ..N T E PV ! j .,IMpCoON HU21'1 NANr��I� •- ~—_ � . - �- f'!��^n� !� 8. ` I li it » 1�1L.-l�t�, „UW)FR_�)IPP, OFTRU��, t, - -__ _ _ � � °�� /2 w� (2) Wi2,�w' U}' CNtO �I nF dF T! CSAR � 'i 1 - I0c1 NTS !Nro hiD�C D , C� �GCJN I I 012,441 P,T l2U'r. - TIP n kI I N TO T�7F OF gh1.f, TOP tt',,) _-- _ , I -__- .--- ice _.-_____._ ___ ._ ___._.. �;___ _.__._._. _ ___.� t ._._ ._. ►_ ..._ _..._ 1 I, U ��, !3 !�1 t'�r1�.i H b'1 h H D .ti%);�N� ."'" THE C-NO or- #I,.! I I � , W^SL. ��,►-4yL� (LI.N,0.). Ug� n(9U�L.S COTUt>� BRADLEY SMITH & AT 4.1. H D C20 W N 4 G ! 1 ----�-- A L Purl J N 5 ' r,IMpg,ON (.gTA I� h* �--- I ; i I _ G 2• F�='�'/'bG w!-Y• W�J � t3;.9f.kiN !�! IBJ �'�iG ���'f►;;� A.p,O�/E IwoI ojlMp�oM 1,5T4 I l hH>r�� wA:L Lo,:`•- Ior+�. u.r- �G�. nTAIL JACK SMITH, O.D. H#I L�j • p , ► ='�!qt or 801TOM ; � T�U��- T��Sh h1N�UF � ' 5t�-UT kII�Ap JN1'D -,Ir)P 1 CH0 k� �1r CRA[ 1 � / 3. 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(,YIG P�Ar"� DETAIL A STI�Ap T1�� W�.,!� gk'1, ro r�u .���, ��'�� r�I) 0'-Atir2 4- ��� trNr�b '�!r rHlg hF!�Al2 WP1.1,, Checked by, �I � N C y� I' c' E " Job No.' 121$ �,I .7�� ,I , ,, r3/F,% I��FI t•" 4, AT' 1+ ,P e�H�A9 kiALL I ^IOPTH 1JAL1. !:r MZM•MTAL yl • , • t o" `'A0 F' z0VIVI% 431H0r,0 70 I2-5INFJk61H /A ANULI;, Drawing No.: ?;118SHER i D 'F WAI..L P ?";z� H.Ou - - - - - - - c. �T w N r t° I�'t c b D'~ '"kZuh�o, "j41L ;ZOO?Ir 5µ (A, td 1'0 F' C''1UKtb Dr- "'*F-U���a OLry w� N w/ ed NA•'L 5 : �EM WA f --+— +--+ —, --►—--+--f-- r-1, 1 r "QMf��t�Mf1Nf �_ Iw* __. .__ .._ 45HSATH1HtA MAY tS ArflLi9J !'er-PF, . (o;+,A-�VAtzt7 NOOK) 04 5 AG AL G 10 WA,k, caTU t)( M ?{ - , PLM to '1P� I� - ?*If? - '/�F g1"IFF�CN�1e. Ito �� " - MANUF ,' 0U6otfs� M r h� H'A f. ' EAR WALL PLAN ,ll �n1/�" .•�/� ; � _�___ _.. I„t;' 20 - I tod NA! 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TD G,�F.we R 'Y FtlJy W/ SJ NAI LCA Jh'�G'1�IE�Ft� SHEET OF: BIJRNHAM ST., 9169 , BUP 94-0105,SIT-0018 11 OF 16 6 ♦ i�,�� p�Q _ _. ___ _-__ - -- i 4• P120V10f, P/,eT ,AT 9HPA, p ;� ALL' GARIIZIF* TKIJiSc,Pgp k IP' THIS DOCUMENT IS LESS TiT 1 T T T 1 TT Tl I i T 1 1 1 T T 1 1 1 771 T �l i 1'T 1 1 rTTI I r 123 �4 6 I ' 7 1 I � 1 1995 LEGIBLE THAN THIS NOTATION, �T�T 1 __ _____ __I 'L �T _ 8 1� 11 12 Au�usT i I T I S DUE TO THE E l --- �___. — 7___—�__--� ' QUALITY lY OF No 38 THE ORIGINAL DOCUMEINT. -- -- --_-- �F 6Z 8Z LZ 9Z Z ibZ i £ Z TZ Z 6I 8I LT 8i 9i tI £I� ZT ti t` 6 �I 8 L 9 III�IIIIIIII�IIIIIIiII I � I IIID � ILII1111�11111 IIII�I.IIIIII IIIA 111111 III IIIIIIII II111111IIII�IIIII � IIII�IIIIIIIII IIII � I f IIII�III�III IIIIIIUIIIII �� IlIIl11JIIlIIl11�1 �I►!�� ��II�I���rJ�� ��W �lIIIIII.III.II�III � i PFP' ' ✓';IE TY F' and Construction Services Inc. 9025 S.W. Center Street P.O. 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BRADLEY SMITH & _ JACK SMITH O .D . _ A _.. Date: 9 w - _. Drawn b y. JDA r I by, Joh 0 0 2118 pl - N Drawing No.: 2218TITl. MolaHe°rN7 JpIMT t'>l / M lVE'rIENT J01yT w/ A,�.LI�r�i- -IGK t~� 51 b� TYr? - GOfxNE1Z Ae,1,5 NT bItIGK - TYI', ELEVATIONS A'r A Int jF�I-J p* E I WEST ELEVATION -T t i BURNHAM ST.,9169 SHEET OF: �_- BUP 94-0195,SIT-0016 12 OF 16 I 3 . 1 '� �!4'�1fi#,.ww�,,:_.... .,.,_.._. _... . .. >-. .,.,... ti�zra�.;.t�'+;xi..,•asre�rrcn:'a,,,:., _ .- ...,..«.. .,.«.�,..w�ar+r -x.,.....r+... .- IF THIS DOCUMENT IS LESS 1T T T 1 T T 1 1 T 1 1 1 f 1 1 1 17 i i 1 1 a, ... ._ . .- ""w" 1 1 I ' 4 1 ' I TT 11 j T��1 �1 � 11�f �r�r��� n �l I I 1 1 1 1 i 1995-- " LEGIBLE THAN THIS NOTATION, -- _ 6 7 1 8 I ' I10 11 1 AUGUST 29 _ ______ __� -____ _ ___ � 1 IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. 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Boz 23784 rl !,� 1<O,2Fi I I f ,� I Tigard, Oregon 91223 a Phone: (503) 620-2086 MAHUP�. �Ru90 � �� � FAX: (503) 684-.3636 1 a ---- 4 AN i ► I t•o IZ�u i�' '4 1 r1e� 6� s ,z,�,, �� .��. u ,S . OF bi _ OWA— v" �at7`''Ir rAHr%,.. '"— • MANWFA6fUa.f� I � �: i f.-\ t �� „� ES R. r A :�"'`�HUM �pI��FP�DNT '` �' I � I � � I t p1! � �. �, '.. � �I � 2�(0 -a11G"a•� e- . - ' L T -- __ J REFER TO DETAIL A,8/2.3 RPASIONS_y FOR BLOCKING AT SHEAR WALLS 3 I v -!:14 �I�I 4 SECTION TH�-u MAIN EUTI�ANG ��P��H 3 SECTION T141LU BAY WIN12OW 2 SECTION . TNfrfeA.L. rHPia wli'IC�pj�Irn 1 SECTION I k 3 i PROJECT: T I GAI—ZD _-..__'_�.._..yr.___...\__..._ -_._ __ ---___._.__._.._. ~`'` • I /tee ( ./, ✓ ✓ V ISION ,- = C E T`sZ T Y--j R J, _ D g -- _ BRADLEY SMITH _ - __. C E 1. t". YO V ... —01 LIl�H1 t}tDW�,H ' ia4 . !!;"z ' � 12 ' P,t.r. l'pvl~K- i i Off IHMP40R OWoh,) { � . w' -r 1A , , � JACK SMITH Off $77 R t � !`,�Na„ , r l !I I �--�' � I Dote: �h�112.•q� I Scale: s a ' i Drawn by. 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